RAM Frame
I am unable to view gravity beams, columns or walls in RAM Frame. I've turned them on in the View/Members tab and they show as turned on at the ribbon, but do not on my model.Help Please?
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Reactions in graphics screen too dense to be useful
Whenever I have a large number of closely spaced supports there are so many text showing the reactions that it's just about useless. Here's a view showing what I am talking about.This is a base plate...
View ArticleISM-Revit Plugin is creating a protected file!
ISM-Revit Plugin is creating a protected file. When I try opening the .dgn file it asks for a password. Does someone know what is happening?
View ArticleIs there a way to Mirror/Reverse a Ram Structural system model?
Is there a way to Mirror/Reverse a Ram Structural system model?
View ArticlePricing for staad pro
HiOur company have decided to use connect subscription and planning to get the best deal for staadpro. There are 3 options to choose from 1.staadpro 2.staadpro advance 3.structural enterprise. I need a...
View ArticleHow to assign Member truss in Physical modeler (Staad Pro Connect Edition)
Hi,How can I assign MEMBER TRUSS in my physical modeller staad pro connect edition? as my protal frame design get instability. I wonder would it because i didnt assign my protal frame as a member...
View ArticleAdding a double rectangular section to the section library to be visible in...
HI,I am wondering if there is a way to add a double rectangular section to the section library to be visible in rendering in Microstran? I have tried to add a new section as (in Section Library...
View ArticlePurlin lapping for z section
Dear Bentley,I would like to know cold formed z section design in both STAAD Pro and Ram Element. How should I assign purlin lapping for z section in PEB warehouse design?
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How to connect Ram Element Connect Edition and Ram Connection
Dear Bentley,I have bought license configuration for Structural Enterprise Package and have installed the software form that package. The software are working properly but I have no idea how to connect...
View ArticleSFA - Mat Foundation Supported by Piles
When piles support a mat foundation in STAAD Foundation Advanced where are the top of the piles assumed to be located for flexural analysis and punching shear checks? Are they assumed to be at the...
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Facing Some Issues - STAAD.Pro CONNECT Edition (Version 21.00.02.43)
I cannot use the following functionalities which were available in the Previous version like SS6.Quick way of accessing most of the commands like 'View Selected Objects Only' by using key combinations...
View ArticleLifting Analysis : Members's parameter LY,LZ,UNL under lifting condition
Dear All,1) I have modeled a truss under lifting condition.2) Members in compression always fail since it is unrestrained during lifting stage.3) Any guide line to check members capacity during lifting...
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Slab Design by plate.
I can not add plate to this area. Im not under standing this. How to add plate here for design of slab?
View ArticleWhen do you use parameter LT in steel structural design and what value ?
When do you use parameter LT in steel structural design and what value ?
View ArticleRAM Connections crashes because of a file not been found
While running RAM connection from STAAD Pro CONNECT Edition , I wanted to design a gusset base plate and when RAM looked for the template a message pop up stating that "Connection.con" does not exist...
View ArticleDisplacement vs. Drift
I have done a building, and I need to design expansion joints around some CMU shafts to avoid loading them. When I do the Results - Drift sheet, I see I am given displacements and drifts. When I am...
View ArticleRAM Frame Member Forces
Hello,I'm wondering how RAM Frame calculates the 'Member Forces' of a lateral wall element? Is this value the maximum value from the wall element, or an averaged value?The reason I'm wondering is that...
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Concrete Mix in Post-Tension Module
Hello,The concrete mix value denoted in my RAM Concept Post-Tension model is denoted in SI units whereas everything else is in US units (including the thickness in the same interface). Is there an...
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RAM Connection bolt shear assumptions
I am using RAM Connection stand alone to evaluate a moment end plate connection. The results are good. One nuance that I noticed is that the two bolts near the internal flange that are not in tension...
View ArticleSkip Loading in RAM Steel column
Do I need to skip load the live load around column while using AISC 360-10 in RAM Steel Column? Also why is this important?
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